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RCC Structures Design

RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Less than 6
Equal to 6
Not less than 6
Equal to 7

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

20
30
25
35

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

15 mm
25 mm
20 mm
10 mm

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO
Q/3jdƩO
Q/jdƩO
2 × Q/jdƩO

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Decreased towards the centre of the beam
Kept constant throughout the length
Increased at the centre of the beam

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
One-third of the effective span of the T-beam
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab

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